Laserfiche WebLink
HSS Shear Yielding(Punching)( g) — � � - -...s6- OR <br /> EB- <br /> Bp= 2.50 in 4 1.___--: • • i <br /> V <br /> B= 5.00 in <br /> I__: w • L. <br /> (3= 0.50 1/2"x5"END PL <br /> (6)5/8"0 GRADE S BOLTS <br /> Bep= 1.17 in <br /> tp= 0.23 in <br /> A„=06F,t(2t0+28 ) <br /> 0R, = 44.3 kip <br /> OK 4�=0.95(LRFD) 52=1.58(ASD) <br /> A' I <br /> --(80 (— <br /> Local Yielding of HSS Sidewalls - <br /> —tPorN <br /> R.=2Fyt(5k—N) <br /> 0Rn= 43.41 kip OK , <br /> or 1.00(LRFD) 0=1.50(ASD) 1 �(—t <br /> Local Crippling of HSS Sidewalls <br /> Fc= 46.00 ksi where 13—eu <br /> 8 <br /> U= 0.18 <br /> Q,= LOU <br /> R._=1 61` 1+ 3 EF Q, <br /> oRn= 84.16 kip H )3; )'' OK <br /> 0—0.75(LRFD) 12=2.00(ASD) <br /> Local Bucking of HSS Sidewalls r <br /> OR,= 146.74 kip R,=1 ) EF,Q, OK <br /> 41 0.90(LRFD) 52=1.67(ASD) <br /> 43/81 <br />